Note: Intro -- Preface -- Contents -- Notations and Acronyms -- List of Figures -- List of Tables -- 1 Introduction -- Abstract -- 1.1 Background -- 1.1.1 Landslide -- 1.1.2 Earthquake-Induced Landslides -- 1.2 Preventive Countermeasures and Two Major Issues -- 1.3 Scope and Objectives -- 1.4 Monograph Organization -- References -- 2 Review of Studies on Earthquake-Induced Landslides -- Abstract -- 2.1 Introduction -- 2.2 Seismic Slope Stability Analysis -- 2.2.1 Pseudo-Static Methods -- 2.2.1.1 Magnitude -- 2.2.1.2 Direction -- 2.2.1.3 Acting Point -- 2.2.2 Dynamic Sliding Block Methods -- 2.2.2.1 Extensions -- 2.2.2.2 Applications -- 2.2.2.3 Regional Scale Analysis -- 2.2.3 Stress-Strain Methods -- 2.2.3.1 Continuous Methods -- 2.2.3.2 Discontinuous Methods -- 2.3 Landslide Run-Out Analysis -- 2.3.1 Experiment Methods -- 2.3.2 Empirical Methods -- 2.3.2.1 Regression Model-Based Methods -- 2.3.2.2 Geomorphology-Based Methods -- 2.3.3 Analytical Methods -- 2.3.4 Numerical Simulation Methods -- 2.3.4.1 Continuous Methods -- 2.3.4.2 Discontinuous Methods -- 2.4 Comparisons of Various Methods and Conclusions -- References -- 3 Seismic Slope Stability Analysis by Considering Tension Crack -- Abstract -- 3.1 Introduction -- 3.2 Numerical Simulation Method -- 3.2.1 Failure Mechanism in the FLAC3D -- 3.2.2 Dynamic Formulation -- 3.2.2.1 Brief Description of Dynamic Analysis Using FLAC3D -- 3.2.2.2 Modeling with FLAC3D -- 3.2.2.3 Earthquake Loading -- 3.2.3 Results -- 3.2.3.1 Stress and Tension Failure -- 3.2.3.2 FOS Based on Tension-Shear Failure Mechanism -- 3.2.4 Discussions -- 3.2.4.1 Tensile-Shear Failure Mechanism Versus Shear-Only Failure Mechanism -- 3.2.4.2 Shape of Slip Surface -- 3.2.4.3 Progressive Failure -- 3.3 Comparison of Limit Analysis and Numerical Simulation -- 3.3.1 Comparison of the Depth of Tension Failure -- 3.3.2 Comparison of FOS. , 3.3.3 Comparison of the Shape of Slip Surface -- 3.4 Conclusions -- References -- 4 Run-Out Analysis of Earthquake-Induced Landslides -- Abstract -- 4.1 Introduction -- 4.2 Trampoline Effect Induced by Extreme Seismic Loadings -- 4.2.1 Extreme Seismic Loading -- 4.2.2 Trampoline Effect -- 4.2.3 Verification of Trampoline Effect Using DDA -- 4.3 Existing Long Run-Out Models -- 4.3.1 Fluidizations -- 4.3.2 Air Cushion -- 4.3.3 Liquefaction -- 4.4 Multiplex Acceleration Model (MAM) and Extension -- 4.4.1 Single Sliding Model -- 4.4.2 Multi-movement Model -- References -- 5 Extension of Discontinuous Deformation Analysis and Application in Run-Out Analysis of Earthquake-Induced Landslides -- Abstract -- 5.1 Introduction -- 5.2 Theory of DDA -- 5.2.1 Basic Theory and Time Discretization -- 5.2.2 Contact Mechanism -- 5.3 Validation of Static Sliding -- 5.3.1 Limitation of the Original DDA -- 5.3.2 Extension of the Original DDA by Importing Edge-to-Edge Contact -- 5.3.3 Validation of Static Sliding Block -- 5.3.4 Remarks -- 5.4 Validation of Dynamic Block Model -- 5.4.1 Effects of Model Types on the Residual Displacement -- 5.4.2 Effects of Vertical Seismic Force on the Residual Displacement -- 5.4.3 Effects of Model Strike Direction on the Residual Displacement -- 5.4.4 Remarks -- 5.5 Validation of Trampoline Effects -- 5.6 Simulation of the Donghekou Landslide by Using the Developed DDA Program -- 5.6.1 DDA Model, Parameters, and Seismic Loadings -- 5.6.2 Results of DDA Simulation -- 5.7 Conclusions -- References -- 6 A Case Study of Earthquake-Induced Landslide -- Abstract -- 6.1 Introduction -- 6.2 Background Information -- 6.2.1 The Wenchuan Earthquake -- 6.2.2 The Daguangbao Landslide -- 6.2.2.1 Geological Setting -- 6.2.2.2 Failure History -- 6.2.2.3 Failure Type -- 6.3 Material Properties and Ground Motion -- 6.3.1 Material Properties. , 6.3.2 Ground Motion -- 6.3.2.1 Selection of Input Ground Motion -- 6.3.2.2 Baseline Correction -- 6.4 Stability Analysis by the FLAC3D -- 6.4.1 The Finite Difference Method -- 6.4.2 FOS and Strength Reduction Technique -- 6.4.3 Numerical Simulations -- 6.4.3.1 Cases State -- 6.4.3.2 Models -- 6.4.3.3 Boundary Conditions -- 6.4.3.4 Mesh Size -- 6.4.3.5 Mechanical Damping -- 6.4.3.6 Dynamic Loading -- 6.4.4 Results and Discussions of the Stability Analysis -- 6.4.4.1 FoS -- 6.4.4.2 Tension Failure Area -- 6.4.4.3 Permanent Displacements -- 6.5 Run-Out Analysis by the Extended DDA -- 6.5.1 The Seismic DDA Code and Basic Assumptions -- 6.5.2 Geometry and Properties of Sliding Blocks -- 6.5.3 Earthquake Forces -- 6.5.4 Results and Discussions of the Run-out Analysis -- 6.5.4.1 Simulation Results -- 6.5.4.2 Role of the Seismic Loadings on Landslide Run-Out -- 6.5.4.3 Sensitivity Analysis of Shear Strength -- 6.5.4.4 Effects of Topography and 3-D Effects of Block Geometry -- 6.6 Conclusions -- References -- 7 Conclusions and Future Studies -- Abstract -- 7.1 Conclusions -- 7.2 Future Studies -- Appendix A -- Appendix B -- Bibliography.